Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application

Table 6

Mixture design of segment (f_ck = 40 MPa).

Number of mix	fck (MPa)	Unit weight (kg/m^3)
		Water	Cement	Blast furnace slag	Aggregate		Latex		Fiber
					Coarse	Sand		Steel	Macrosynthetic
1	40	150	500	—	1184	466	50	—	—
2								20	—
3								40	—
4								80	—
5								—	—
6								—	2.25
7								—	4.5
8								—	9.0
9			350	150				—	—
10								20	—
11								40	—
12								80	—
13								—	—
14								—	2.25
15								—	4.5
16								—	9.0